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Home My WebLink AboutCORRESPONDENCE - GENERAL CORRESPONDENCE - CHANGE ORDER NUMBER 2SECTION 00950 CHANGE ORDER NO. 02 PROJECT TITLE: COLINDALE GOLF COURSE CLUBHOUSE; BID NO. 5677 CONTRACTOR: DRAHOTA CONSTRUCTION CO. PROJECT NUMBER: 50839500 DESCRIPTION: SEE ATTACHMENTS In preparing change orders show in order as separate numbered paragraphs the following: 1. Reason for change: REVISIONS TO ORIGINAL CONTRACT DOCUMENTS 2. Description of change: SEE ATTACHED CMI# 02,11 R AND13 3. Change in contract cost: $2,989.91 4. Change in contract time: NO CHANGE IN CONTRACT TIME, 1 DAY @ $600.00/DAY WIIL BE BANKED (Attach additional sheets as required) ORIGINAL CONTRACT COST ....................... ............... ....... $1,994,000.00 TOTAL APPROVED CHANGE ORDERS ............................... 00.00 TOTAL PENDING CHANGE ORDERS .................................. 39,794.00 TOTAL THIS CHANGE ORDER ........................................... 2,989.91 TOTAL % OF THIS CHANGE ORDER ............... 0.14% TOTAL C.O. % OF ORIGINAL CONTRACT ...........2.1 % ADJUSTED CONTRACT COST $2,036,783.91 ACCEPTED BY: ACCEPTED BY: APPROVED BY: White, Project Manager cc: City Clerk Project File Contractor Purchasing Engineer 712-ID z� Date Date 7/9 122 Date Ub/18/2002 14:23 9702216534 FACILITIES MRY-31-2002 09:n URUGHTFRY-/UI= RIPLEYTS 4SAlG l�n�2 m A, Gv?.G,%✓�-��F" G��rdi��-sue 5—. 3a - � z .✓.?'s . PAGE 03 970 224 1662 P.03i0�3Ole 'c/ APl�F� IiEiiwrlu 4-4 XI-77S TOTRL P.03 DRAHOTA CONSTRUCTION CO. CHANGE ORDER ESTIMATE WORKSHEET PROJECT: Collindale Clubhouse "Change Requested By: Owner: Q CMI #: 13 Date: 20Jun-02 Architect: ❑ DCC: ❑ DESCRIPTION OF CHANGE: AS] #10 Modify domestic water service entry location MATERIAL: $ 0.00 $ 0.00 $ 0.00 $ 0.00 TOTALMATERIAL....................................................................................... $ 0.00 LABOR: Carpenter - Layout 0 Hrs x $35.00 $ 0.00 Supervision ........................ 0 Hrs x $67.00 $ 0.00 Project Manager ................ 0 Hrs x $69.00 $ 0.00 TOTALLABOR.......................................................................................... DIRECT JOB EXPENSES: Expendable Tools. ............ Equipment Rental ............. Subcontractor work: AP&H - reroute water service Front Range Fire Protection Other: $ 0.00 $ 0.00 $ 0.00 $-372.00 $ 565.00 $ 0.00 $ 0.00 $ 0.00 TOTAL DIRECT JOB EXPENSE............................................................................. $ 193.00 SUB -TOTAL (MATERIAL,LABOR,DIRECT JOB EXPENSE) ....................................................... $ 193.00 CONTRACTOR FEE @ ................ 15% ....................... I...... $ 28.95 BONDS 1.25% 2.41 GENERAL LIABILITY/UMBR. INSUR. 1.19% 2.30 GENERAL CONDITIONS - TIME RELATED $ 0.00 BUILDERS RISK 0.43% 0 82 PERMIT/PLAN CHECK 0.74% $ 1.43 TOTAL C11ANGE COST ................................. $ 228.91 TOTAL INCREASE IN CONTRACT TIME (WORK DAYS) ........................... 0 LAYS Our policy is NOT to proceed v thcut a signed change. Additional General Conditions v 11 be deterained at a later date.(Extra Work = Extra Time) 6� MAY-31-2002 12:59 UAUGHTFRYE/UF RIPLEYTS AT9VAVORT-FRYE ARCHITECTS City of Fort Collins ColIindale Clubhouse VFA #01-13 970 224 1662 P.01i01 CC ; r,I LE - CM #3 • F 21"P . ANH AIq COWtFoRT CNOIc— ccr`( m1f9'-1t4ato ARCHITECTS SUPPLEMENTAL INSTRUCTIONS NO. 10 May 21, 2002 To: Drahota Construction Co. Jeff Jensen 204-0200 CC Steve White - Facilities Services Dept. - 221-6534 Mark D'Resario - CE Group - 266-8876 RE: Domestic water service/Fire riser ASI-3 Shmts: 2 To all Contractors and subcontractors under Specifications and Contract Documents described above, the following Architectural Supplemental Instructions shall apply: 1. Please modify the domestic water service entry location to the new room. located at Grid C/7 for the fire riser per ASI-3. The Fort Collins Building Dept. will allow domestic service to cross the sanitary sewer as needed provided it is encased for 10'-0" either side of the sanitary sewer in Schedule 40 PVC. The fire riser and domestic Crvice could utilize the same trench. 2. Please relocate the fire riser and back -flow device from the Cart Storage room created in ASI-3 back to the original riser room location due to the presence of grade level emergency discharge. Service entry into the building will remain as indicated through the floor per ASI-3. Water service and back flow devices will remain on first level as well. Matt Rankin AP END OF ARCHITECTS SUPPLEMENTAL INSTRUCTIONS NO.10 TOTAL P.01 Jun US 02 11:34a FRONT RANGE FIRE PROTECT S706637331 p.2 FIRE PROPOSAL SUBMITTED TO: Drahota Construction Co. 4700 Innovation Drive Ft. Collins, CO 80527 ATTN: Jeff PROTECTION CHANGE ORDER PHONE 204-0100 DATE 6/6/02 FAX 204-0200 JOB NO. 02009 JOB NAME: Collindale Golf Clubhouse 1441 E. Horsetooth Ft. Collins, Colorado We are hereby requesting a change in our contract due to changes in the scope of work from the original contract. We hereby submit specifications and estimates for.. Labor and material to run from incoming fire service in cart storage up to backflow preventc14Ter ASI n�o.1 p \\ i ** *THIS ANY We PrOpose hereby to furnish material and labor- complete in accordance with above specifications, for the sum of: FIVE HUNDRED SIXTY FIVE DOLLARS Upon acceptance of contract, please sign and return by fax: 970-663-7331 Payment to be made as follows: All work to be completed in a workmanlike manner according to standard practices. Authorized Any alteration or deviation from above specifications involving cum costs will be Signature_ Executed only upon written orders, and will become an extra charge over and above The estimate. All agreements contingent upon shrikes, accidents or delays beyond our control. ntrol. Owner 'o carry fire, tomado and other necessary insurance. Our workers are Acceptance ofProposa(—The above prices, sped cations and conditions are satisfactory and are hereby accepted. You are authorized to do the work Signature as specified. Payment will be made as outlined above. Date of Acceptance SiRttattlre ( $ 565.00 ) Note: This proposal may bewithdrawn by us if net accepted within 30 days. 4007 South Lincoln Avenue 9Suite 460 a Loveland, Colorado 80537 a Phone 970-663-3310 ■ FAX 970-663-7331 06/06/02 14:56 FAX 970 484 4446 ALLEN PLUMBING Tne Name You Know and Trusn G-Uke& PLUMBING & HEATING INCORPORATED To: Drahota Construction Co. P.O. Box 272269 Fort Collins, CO 80527 Phone: (970) 204-0100 PRICING RE5PONSE FOR CMI 13 RE: COLLINDALE CLU13HOUSE Pricing response to CMI 13 — reroute the water service into the new sprinkler riser room located at the northeast corner of the cart storage area. Excludes: coring and exterior water service beyond 5' from the foundation. I Z 002 June 6, 2002 Fax (970)20A-0200 DEDUCT ($372.00) We will NOT proceed with this work unless we have received your written change order increasing our contract. Allen plumbing i£ Heating, Ina � I r Project Manager APH #: Four Aryalueatlanoe dwladonfram aboe dpednumne mrddng mva aente wW basruudonynpenvrttsn eMma,and Mllberomean aabea n' �a werandabrwshaeaymata. 0.•wheroamndycoreradby we,umenb CempsmLanumwanfs ailareeuma duemdpa>abb5"nfmoneFmibwnq purenax Yeurflmrw ely�lq romparingaatrylnpaevedbnreef114'ipsrmonN[mblwmehvgear�0)onbalanm pus dnaandnnpaldu QK 2SaerLW mnnrdl, Cuxomm Mll baraapezlbkferall Wapaaf mllecdon, Ndudhyaumgnfeev. Irpnb la a'fenaumx CmdKShce'fadtlhmdby (haadol?v,aLTimvYelse Wlrmeeaecd tali oFNemryalddabn, rdO�PivpeaalgeodferSO dabs, Plmm.rmlebsNmdala chbhou W prldnyedpenae saralb aVenmerJahCanbuWolmlrclddnum\prbxm rnponee a4cm1 LS rcnure wamr_eMeadx AWAWAMW A�MER�_ DRAHOTA CONSTRUCTION Q0. CHANGE ORDER ESTIMATE WORKSHEET PROJECT: Collindale Clubhouse CMI #: 02 **Change Requested By: Owner: Z Architect: ❑ DESCRIPTION OF CHANGE: ASI #2 - change size of beams at Mezzanine framing MATERIAL: Steel beams - Spencer Ironworks TOTALMATERIAL...................................................................................... LABOR: Carpenter 0 Hrs x $35.00 Supervision ........................ 0 Hrs x $67.00 Project Manager ................ 0 Hrs x $69.00 TOTAL LABOR .............................. DIRECT JOB EXPENSES: Expendable Tools ............. Equipment Rental ............. Subcontractor work: Other. Date: 14-May-02 DCC: ❑ $ 350.00 $ 0.00 $ 0.00 $ 0.00 $ 402.50 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 TOTAL DIRECT JOB EXPENSE............................................................................. $ 0.00 SUB -TOTAL (MATERIAL,LABOR,DIRECT JOB EXPENSE) ....................................................... $ 402.50 CONTRACTOR FEE Qo ................ 5.00% ....... .$ ...................... 20.13 BONDS 1.25% 5.03 GENERAL LIABILITY/UMBR. INSUR. 1.19% 4.79 GENERAL CONDITIONS - TIME RELATED $ 0.00 BUILDERS RISK 0.43% 1 71 PERMIT/USE TAX 0.74 % $ 2.98 TOTAL CHANGE COST ................................... $ 437.14 TOTAL INCREASE IN CONTRACT TIME (WORK DAYS)... ......... - ...... ...... 0 DAYS Our policy is IrOT to procaetl xithout a aignad eLanga.. Additional Oenaral Conditions v421 De deteaoined at a later data. (Extra Work = Sxtra Time) Architect Owner Contractor fipr 29 02 11:17a Spencers Ironworks Inc. 970-493-4657 p.I Spencers Ironworks Inc. 1308 Duff Dr. Fort Collins, CO 80524 970-493-4407 * 970-217-3372 - cell * 970-493-4657 - fax Date: April 29, 2002 Attention: Jeff Jensen Regarding: Collindale Clubhouse CMl No. L- ASI'No: 2/Structural • Ching4jin size of beams there will bean increase of $350.00 Spencer j APR-24-�02 17:23 UAUGHTFRYE/UF RIPLEYTS 570 224 1662 P.e1iO3 -*•A7YAUBHT•FAYE AR-HITE0Ts City of Fort Collins Collindale Clubhouse VFA #01-13 ARCHITECTS SUPPLEMENTAL INSTRUCTIONS No. 2 April 22, 2002 To: Drahota Construction Co. Jeff Jensen 204-0200 CC Steve White — Facilities Services Dept. — 221-6534 Blake Larsen - JVA, Inc. — 225-6923 RE: S1.3 Sheets: 3 To all Contractors and subcontractors under Specifications and Contract Documents described above, the following Architectural Supplemental Instructions shall apply: Structural Modifications due to mechanical clearances below. 1. Please note modified beam and beam splice location gridline `D' on . roof framing plan and modified intermediate beams between gridlines 6 and 7 between grids D and F (2) found on Mezzanine framing plan. Matt Rankin' BEAK sty C-"AXUts END OF ARCHITECTS SUPPLEMENTAL INSTRUCTIONS NO.2 CU. 1• I LE - CM 1 LCC4 5=K, p spuxep I2cNworo -Kea t AI7-(zrAf6 r`- M�rr p P qt.H - G,wA.,. . Clloics_, ciTY �..Ec.. - T=ay APR-24-2002 17:23 UAUGHTFRYE/UF RIFLEYTS 970 224 1662 P.02/03 1 , �;Ju ®(♦ -10 23 �Irvyue Ell/ F� r Sq J RPR-24-2002 17:24 URUGHTFRYE/VP RIPLEYTS 970 224 1662 P.03iO3 ��A m PER PROJECT: AMAi ANW4WIl1W DRAHOTA COUTRUCTION CO CHANGE ORDER ESTIMATE WORKSHEET Collindale Clubhouse **Change Requested By: DESCRIPTION OF CHANGE: CMI#: 11R Date: 20Jun.02 Owner: Z Architect: 9 DCC: ❑ Underslab drain system per PR2 dated 5131/02 and as revised per Steve White dated 6118/02 Complete underslab drain system as recommended by Terracon is not included Trenching, sock, and gravel under pipe is not included in the Cart Storage area MATERIAL: Underslab 1-1/2" diameter rock for Elevator Pit - 2�ocf Gravel at drain pipe - 115cf $ 163.00 $ 62.00 $ 0.00 $ 0.00 TOTALMATERIAL....................................................................................... $ 258.75 LABOR: Laborer - dig pit 8Hrs x $27.00 $ 216.00 Supervision ........................ 0 Hrs x $67.00 $ 0.00 Project Manager ................ 2 Hrs x $69.00 $ 138.00 TOTALLABOR.......................................................................................... DIRECT JOB EXPENSES: Expendable Tools ............. Equipment Rental ............. Rocks on the Spot Subcpntractor work: Delete drain from Martin & Sons 4" perforated drain - option A - by AP&H 4" perforated drain - option B - by AP&H Other: $ 407.10 $ 20.36 $ 315.00 $-800.00 $ 696.00 $ 968.00 $ 0.00 $ 0.00 TOTAL DIRECT JOB EXPENSE............................................................................. $ 1,799.36 SUB -TOTAL (MATERIAL,LABOR,DIRECT JOB EXPENSE) ....................................................... $ 2,465.21 CONTRACTOR FEE @ ................ 15% BONDS 1.25'/ 30.82 GENERAL LIABILITY/UMBR. INSUR. 1.19% 29.34 GENERAL CONDITIONS -TIME RELATED $ 0.00 BUILDERS RISK 0.43`i° 10.48 PERMIT/PLAN CHECK 0.74% $ 18.24 TOTAL CHANGE COST ................................. $ 2,923.86 TOTAL INCREASE IN CONTRACT TIME (WORK DAYS) .......................... 1 DAYS y ((o 00 Oar policy is NOT to proceed Mthoat a signed change. Additional General Condition v 11 be deteffiSaed at a later date.(E tra Work = Sxtra Time) C•i/ 0b/lb/2002 14:23 9702216534 FACILITIES mHY-31-2002 09,56 VAUGHTFRY-/V1= RIPLEYT5 PAGE 01 970 224 166a — o ai- Y �VAU1TH7•FRY1 ARCHITECTS Apil+ i Dec• � r/J�P -Yap 741 dit, (. City of Fort Collins' C:olliadale Clubhouse pp VFAI101.13 - U ! Z Z PROPQSr' REQUEST ,�dsg3rz0�6� To: Drahota Construction Co. n,)p � y 1 56P Jeff Jensen 204-0200 w/A U�uNB/u/ Steve White— Facilities SenicesDrept.-221.6534 g Jerry P. Brown — S — 22484-0 Doug Jobe, PE — Terracon — 484-0454 Mark D'Resario — CE Group — 2.66-8876 RE: Under slab drain — Terracon open hole inspection report dated May 24, 2002 Sheets: 2 ' Jeff, We met on Thursday morning at the Collindale Clubhouse site to review and discuss the open hole inspection reporT dated Miy 24, 2002 from Terracon. Those in attendance include Steve White, Matt Rankin, Pat McCann, Doug Jobe and Gary Chaney. It was determined that, while there is potential for water table fluctuation; our finished floor slab elevation of 65.00' still tv nains 6-7 feet above said table and the potential for water infiltration from hydrostatic pressure is minimal. Furthermore, it was determined that hydrostatic pressure on the vertical walls of the basement would eventually appear under the floor slab. This water quantity would be such an insignificant amount that a perimeter drain system is really not necessary. The enclosed sketch represents precautionary measures which were discussed, agreed upon, and 1 request be priced for evaluation by the parts including the following: owner, This solution consists of two 1. System 'A— — Modify the hard piped der -slab drain extending . from the elevator pit to the sump pump to perforated pipe� eveia Furthermore, said pipe should be laid in 12" wide bed of free draining gravel for its entirety and be latated approximately equally between footings, thus seOarating the finished space. Recommendations for over excavation Also, please include the price for over excavation and installation of the recotnutended 12" thickness of 1-1I2" free draining gravel as recommended Water proofing of the elevator pit currently complies with recommendations and no additional measures are needed. 06/18/2002 14:23 9702216534 FACILITIES PAGE 02 MAY 31-2002 09:59 VPUGWTFRYIc/UF RIPLEYTS 970 224 1GG2 P.02iO3 AAVR*v ) 2. System'B' — Add (3) lateral,�rforated drain lines. equally as indicated undta the Cart Storage slab. Said lines should be laid a/) Dlra �(w ply t9efree draining gravel bead sufficient for protection and full coverage. AND Combine the (3) three laleral lines inside the Cart Storage as shown and 2> w�`T14 connect to the perforated line extending from the elevator pit before entering the sump pit. Please review written narrative and sketch and phone with any questions. for your Vaught Frye i END OF PROPOSAL, REQUEST No, 2 2